E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 2 CONTRACT ID : C000102469C01 STATE PROJ NUM: 0637-096-585, C501, B602 FEDERAL PROJ NUM:NONE ORDER NO. A38 DATE 03/13/12 SCHEDULE OF ITEMS REVISED CONTRACTOR :____________________________________________________________________ ------------------------------------------------------------------------------------ | LINE| ITEM | ITEM | APP QTY. | UNIT PRICE | BID AMOUNT |------------| DESCRIPTION |-------------|--------------|-------------- |SPEC NUMBER | | UNITS | DOLLARS|CTS | DOLLARS|CTS ------------------------------------------------------------------------------------ | COMMON ITEMS ------------------------------------------------------------------------------------ |0010 | 00100|MOBILIZATION | 1| | |------------| |-------------| | |513 | | LS | | | | ------------------------------------------------------------------------------------ |0020 | 00101|CONSTRUCTION SURVEYING | 1| | |------------|(CONSTRUCTION) |-------------| | |517 | | LS | | | | ------------------------------------------------------------------------------------ |0030 | 00112|CLEARING AND GRUBBING | 1.00| | |------------| |-------------| | |301 | | UNIT | | | | ------------------------------------------------------------------------------------ |0040 | 00120|REGULAR EXCAVATION | 1354.00| | |------------| |-------------| | |303 | | CY | | | | ------------------------------------------------------------------------------------ |0050 | 00140|BORROW EXCAVATION | 2050.00| | |------------| |-------------| | |303 305 | | CY | | | | ------------------------------------------------------------------------------------ |0060 | 00590|COMB. UNDERDRAIN CD-1 | 26.00| | |------------| |-------------| | |501 | | LF | | | | ------------------------------------------------------------------------------------ |0070 | 00591|COMB. UNDERDRAIN CD-2 | 18.00| | |------------| |-------------| | |501 | | LF | | | | ------------------------------------------------------------------------------------ |0080 | 00595|OUTLET PIPE | 46.00| | |------------| |-------------| | |501 | | LF | | | | ------------------------------------------------------------------------------------ |0090 | 00596|ENDWALL EW-12 | 4.00| | |------------| |-------------| | |302 | | EA | | | | ------------------------------------------------------------------------------------ |0100 | 09250|SLOPE DRAIN | 2.00| | |------------| |-------------| | |303 | | EA | | | | ------------------------------------------------------------------------------------ |0110 | 10128|AGGR. BASE MATL. TY. I | 622.00| | |------------|NO. 21B |-------------| | |308 309 | | TON | | | | ------------------------------------------------------------------------------------ E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 3 CONTRACT ID : C000102469C01 STATE PROJ NUM: 0637-096-585, C501, B602 FEDERAL PROJ NUM:NONE ORDER NO. A38 DATE 03/13/12 SCHEDULE OF ITEMS REVISED CONTRACTOR :____________________________________________________________________ ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ |0120 | 10250|AGGR. MATERIAL | 979.00| | |------------|NO. 3 STONE |-------------| | |ATTD | |TON | | | | ------------------------------------------------------------------------------------ |0130 | 10610|ASPHALT CONCRETE | 186.00| | |------------|TY. IM-19.0A |-------------| | |315 | | TON | | | | ------------------------------------------------------------------------------------ |0140 | 10635|ASPHALT CONCRETE | 137.00| | |------------|TY. SM-9.5A |-------------| | |315 | | TON | | | | ------------------------------------------------------------------------------------ |0150 | 11070|SAW-CUT ASPH CONC | 36.00| | |------------|FULL DEPTH |-------------| | |315 | |LF | | | | ------------------------------------------------------------------------------------ |0160 | 13310|GUARDRAIL TERMINAL | 25.00| | |------------|GR-6 (NCHRP 350) |-------------| | |505 | | LF | | | | ------------------------------------------------------------------------------------ |0170 | 13320|GUARDRAIL GR-2 | 663.00| | |------------| |-------------| | |505 | | LF | | | | ------------------------------------------------------------------------------------ |0180 | 13345|ALTERNATE BREAKAWAY | 2.00| | |------------|CABLE TERMINAL (GR-9) |-------------| | |505 | | EA | | | | ------------------------------------------------------------------------------------ |0190 | 13355|GUARDRAIL GR-10 | 192.00| | |------------| |-------------| | |505 | | LF | | | | ------------------------------------------------------------------------------------ |0200 | 24100|ALLAYING DUST | 100.00| | |------------| |-------------| | |511 | | HR | | | | ------------------------------------------------------------------------------------ |0210 | 24430|DEMOLITION OF PAVEMENT | 1060.00| | |------------|(FLEXIBLE) |-------------| | |508 | | SY | | | | ------------------------------------------------------------------------------------ |0220 | 26127|DRY RIPRAP CL.I 26" | 2476.00| | |------------| |-------------| | |414 | | TON | | | | ------------------------------------------------------------------------------------ |0230 | 27102|REGULAR SEED | 35.00| | |------------| |-------------| | |603 | | LB | | | | ------------------------------------------------------------------------------------ E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 4 CONTRACT ID : C000102469C01 STATE PROJ NUM: 0637-096-585, C501, B602 FEDERAL PROJ NUM:NONE ORDER NO. A38 DATE 03/13/12 SCHEDULE OF ITEMS REVISED CONTRACTOR :____________________________________________________________________ ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ |0240 | 27103|OVERSEEDING | 25.00| | |------------| |-------------| | |603 | | LB | | | | ------------------------------------------------------------------------------------ |0250 | 27250|LIME | 1.00| | |------------| |-------------| | |603 | | TON | | | | ------------------------------------------------------------------------------------ |0260 | 27321|PROTECTIVE COVERING | 300.00| | |------------|EC-2 |-------------| | |606 | | SY | | | | ------------------------------------------------------------------------------------ |0270 | 27415|CHECK DAM(ROCK) TY. II | 16.00| | |------------| |-------------| | |303 | | EA | | | | ------------------------------------------------------------------------------------ |0280 | 27422|DEWATERING BASIN | 1.00| | |------------| |-------------| | |303 | | EA | | | | ------------------------------------------------------------------------------------ |0290 | 27430|SILTATION CONTROL | 45.00| | |------------|EXCAVATION |-------------| | |303 | | CY | | | | ------------------------------------------------------------------------------------ |0300 | 27505|TEMP. SILT FENCE | 237.00| | |------------| |-------------| | |303 | | LF | | | | ------------------------------------------------------------------------------------ |0310 | 50108|SIGN PANEL | 10.00| | |------------| |-------------| | |701 | | SF | | | | ------------------------------------------------------------------------------------ |0320 | 50434|SIGN POST | 26.00| | |------------|STP-1 2 1/2" |-------------| | |700 | | LF | | | | ------------------------------------------------------------------------------------ |0330 | 60125|BRIDGE | 1| | ------------|9' X 16' PRE-CAST |-------------| | |PLAN |ARCH |LS | | | | ------------------------------------------------------------------------------------ |0340 | 64011|STRUCTURE | 132.00| | |------------|EXCAVATION |-------------| | |401 | | CY | | | | ------------------------------------------------------------------------------------ |0350 | 64102|DYNAMIC PILE TEST | 2.00| | |------------|(END BEARING PILES) |-------------| | |ATTD | | EA | | | | ------------------------------------------------------------------------------------ E22-PSPPROP VIRGINIA DEPARTMENT OF TRANSPORTATION PAGE: 5 CONTRACT ID : C000102469C01 STATE PROJ NUM: 0637-096-585, C501, B602 FEDERAL PROJ NUM:NONE ORDER NO. A38 DATE 03/13/12 SCHEDULE OF ITEMS REVISED CONTRACTOR :____________________________________________________________________ ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------ |0360 | 64412|PRESTR. CONCRETE | 2200.00| | |------------|PILES 12" |-------------| | |403 | | LF | | | | ------------------------------------------------------------------------------------ |0370 | 64808|DRIVING TEST FOR 12" | 108.00| | |------------|PRESTR. CONC. PILE |-------------| | |403 | | LF | | | | ------------------------------------------------------------------------------------ |0380 | 65013|CONCRETE CLASS A3 | 101.00| | |------------| |-------------| | |404 | | CY | | | | ------------------------------------------------------------------------------------ |0390 | 65200|REINF. STEEL | 10780.00| | |------------| |-------------| | |406 | | LB | | | | ------------------------------------------------------------------------------------ |0400 | 66120|COFFERDAM | 2.00| | |------------| |-------------| | |401 | | EA | | | | ------------------------------------------------------------------------------------ |0410 | 66631|RIPRAP | 574.00| | |------------|CLASS II |-------------| | |414 PLAN | |TON | | | | ------------------------------------------------------------------------------------ |0420 | 67900|DISM.& REM. EX. STR. | 1| | ------------|NO. 6026 |-------------| | |413 | |LS | | | | ------------------------------------------------------------------------------------ | TOTAL ITEMS IN SECTION 0001 REGULAR BID ITEMS | | | ------------------------------------------------------------------------------------ | TOTAL BID | | | ------------------------------------------------------------------------------------ | | | | | | |------------| |-------------| | | | | | | | | ------------------------------------------------------------------------------------ | | | | | | |------------| |-------------| | | | | | | | | ------------------------------------------------------------------------------------ | | | | | | |------------| |-------------| | | | | | | | | ------------------------------------------------------------------------------------